System identification and damage evaluation of degrading hysteresis of reinforced concrete frames.
In this study, signal processing approaches and nonlinear identification are used to measure seismic responses of reinforced concrete (RC) structures using the shaking table test. To analyze structural nonlinearity, an equivalent linear system with time-varying model parameters, singular spectrum an...
| Julkaisussa: | Earthquake engineering & structural dynamics. 40, 6 (2011). |
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| Päätekijä: | |
| Aineistotyyppi: | Artikkeli |
| Kieli: | English |
| Aiheet: |